Abstract
In Istanbul, where population is rapidly increasing, underground engineering structures such as subways and tunnels are being constructed to minimize disruptions in transportation. Çamlıca Hill Access Tunnels are constructed to access road transportation to Çamlıca Mosque. Tunnels are excavated in the Kurtköy, Aydos and Gözdağ formations in Istanbul Paleozoic sequence and in the Cretaceous dykes that intrude into these units. Within the scope of this study, excavation and support works and geo-engineering problems of T2 Tunnel (km:0+795 - 1+066) and Approach Tunnel (km:0+275 - 0+308) belonging to Çamlıca Hill Access Tunnels are studied to be evaluated together with numerical analyses. During tunneling works, additional improvement works have been done especially due to inadequate excavation and support systems. However, it has been determined that proper stability conditions can not be achieved in the tunnels. In addition, generally overbreak, deformations and water inflow are other geo-engineering problems. In the evaluation of these problems affecting the rate of advance and cost, the geological characteristics of the region, the rock properties of the units encountered during the tunnel excavation, rock mass characteristics, excavation and support applications, and current tunnel observations are discussed together.
| Translated title of the contribution | Evaluation of problems encountered during the construction of the Çamlıca hill access tunnels |
|---|---|
| Original language | Turkish |
| Pages (from-to) | 49-76 |
| Number of pages | 28 |
| Journal | Jeoloji Muhendisligi Dergisi |
| Volume | 42 |
| Issue number | 1 |
| DOIs | |
| Publication status | Published - Jun 2018 |
| Externally published | Yes |
Bibliographical note
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